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Handbook of mathematics for engineers and scienteists part 86 docx

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The functions wx, y satisfying the integral relation 13.1.3.9 for all test functions ψ are referred to as generalized or weak solutions of equation 13.1.3.1.. Consider a solution of equa

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Figure 13.8 illustrates the formation of the shock wave described by the generalized solution of Hopf’s

equation with f (w) = w and generated from a solitary wave with the smooth initial profile (13.1.3.5) The nonsmooth “step” curves depicted in Fig 13.8 (for x =0.15, 0.20, and 0.25) are obtained from the smooth (but many-valued) curves shown in Fig 13.5 by means of Whitham’s rule of equal areas.

2.0 1.5

x= 0 0.5 1.0 1.5 2.0 2.5

w

y

Figure 13.8 The formation of a shock wave generated from a solitary wave with the smooth initial profile.

13.1.3-4 Utilization of integral relations for determining generalized solutions

Generalized solutions which are described by piecewise-smooth (piecewise-continuous) functions may formally be introduced by considering the following equation written in an integral form:



D



w ∂ψ

∂x + F (w) ∂ψ

∂y



dy dx=0 (13.1.3.9)

Here, D is an arbitrary rectangle in the yx-plane, ψ = ψ(x, y) is any “test” function with continuous first derivatives in D that is zero at the boundary of D, and the function F (w)

is defined in equation (13.1.3.6) If w and F (w) are continuously differentiable, then

equation (13.1.3.9) is equivalent to the original differential equation (13.1.3.1) Indeed,

multiplying equation (13.1.3.1) by ψ, integrating over the domain D, and then integrating

by parts, we obtain equation (13.1.3.9) Conversely, integrating (13.1.3.9) by parts yields



D



∂w

∂x + ∂F (w)

∂y



ψ dy dx=0

Since this equation must be satisfied for any test function ψ and since F  (w) = f (w), we

obtain the original equation (13.1.3.1) However, equation (13.1.3.9) has a wider class

of solutions since the admissible functions w(x, y) need not necessarily be differentiable The functions w(x, y) satisfying the integral relation (13.1.3.9) for all test functions ψ are

referred to as generalized (or weak) solutions of equation (13.1.3.1)

The use of generalized solutions is convenient for the description of discontinuities, since it permits one to obtain jump conditions automatically Consider a solution of

equa-tion (13.1.3.9) continuously differentiable in two porequa-tions D1 and D2of the rectangle D,

which has a jump discontinuity at the interfaceΓ between D1 and D2 Integrating

equa-tion (13.1.3.9) by parts in each of the subdomains D1and D2yields



D1



∂w

∂x + ∂F (w)

∂y



ψ dy dx+



D2



∂w

∂x + ∂F (w)

∂y



ψ dy dx+

 Γ

5

[w] dy – [F (w)] dx6

ψ= 0 ,

where [w] = w2– w1and [F (w)] = F (w2) – F (w1) are jumps of w and F (w) acrossΓ The curvilinear integral overΓ is formed by the boundary terms of the integrals over D1and D2

that result from the integration by parts Since the relation obtained must be valid for all

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test functions ψ, it follows that equation (13.1.3.1) is valid inside each of the subdomains

D1and D2and, moreover, the relation

[w] dy – [F (w)] dx =0 (on Γ) must hold Assuming as before that the line of discontinuity is defined by the equation

y = s(x), we arrive at the jump condition (13.1.3.6).

It is worth noting that condition (13.1.3.7) does not follow from the integral rela-tion (13.1.3.9) but is deduced from the addirela-tional condirela-tion of stability of the solurela-tion

13.1.3-5 Conservation laws Viscosity solutions

Point out also other ways of introducing generalized solutions

1 Generalized solution may be introduced using the conservation law

d dx

 y2

y1

w dy + F (w2) – F (w1) =0, (13.1.3.10)

where w = w(x, y) and w n = w(x, y n ) (n = 1,2) Just as in equation (13.1.3.6), the

function F (w) is defined as F (w) =



f (w) dw Relation (13.1.3.10) is assumed to hold for any y1 and y2 It has a simple physical interpretation: the rate of change of the total

value of w distributed over the interval (y1, y2) is compensated for by the “flux” of the

function F (w) through the endpoints of the interval.

Let w be a continuously differentiable solution of the conservation law Then, dif-ferentiating equation (13.1.3.10) with respect to y2 and setting y2 = y, we arrive at

equa-tion (13.1.3.1) The conservaequa-tion law (13.1.3.10) is convenient for the reason that is admits discontinuous solutions It is not difficult to show that in this case the jump condi-tion (13.1.3.6) must hold For this reason, conservacondi-tion laws like (13.1.3.10) are sometimes used as the basis for determining generalized solutions

2 An alternative approach to determining generalized solutions involves the consideration

of an auxiliary equation of the parabolic type of the form

∂w

∂x + f (w) ∂w

∂y = ε ∂

2w

∂x2, ε>0 (13.1.3.11) The generalized solution of the Cauchy problem (13.1.3.1), (13.1.3.2) (for a finite initial profile) is defined as the limit of the solution of equation (13.1.3.11) with the same initial

condition (13.1.3.2) as ε → 0 It is shown by Oleinik (1957) and Gelfand (1959) that the above definitions of the generalized solution leads to the same results

The parameter ε plays the role of “viscosity” (by analogy with the viscosity of a fluid), which “smooths out” the jump, thus making the profile of the unknown w continuous Therefore, the above construction, based on proceeding to the limit as ε → 0, is called the method of vanishing viscosity and the limit function obtained is called the viscosity

solution Equation (13.1.3.11) with small ε is not infrequently used as a basis for numerical

simulation of discontinuous solutions of equation (13.1.3.1); in this case, one need not specially separate in the numerical scheme a domain of discontinuity

Remark In specific problems, first-order quasilinear equations are often a consequence of integral con-servation laws, having clear physical interpretation In such cases, one should introduce generalized solutions

on the basis of these conservation laws; for example, see Whitham (1974) and Rozhdestvenskii and Yanenko (1983) The thus obtained nonsmooth generalized solutions may differ from those described above.

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13.1.3-6 Hopf’s formula for the generalized solution.

Below we give a general formula for a generalized solution of the Cauchy problem (13.1.3.1), (13.1.3.2), describing discontinuous solutions that satisfy the stability

condi-tion (13.1.3.7) As above, we assume that x≥ 0and f >0for w >0; f w  >0

Consider the function

Z (s) = min

w

5

ws – F (w)6

, where F (w) =



f (w) dw. (13.1.3.12)

We set

H (x, y, η) =

 η

0 ϕ(¯η) d¯η + xZ



y – η

x

 (13.1.3.13)

This is a continuous function of η for fixed x and y It can be shown that for fixed x and with the exception of a countable set of values of y, function (13.1.3.13) has a unique minimum with respect to η Denote the position of this minimum by η = ξ, where ξ = ξ(x, y) The

stable generalized solution of equation (13.1.3.1) subject to the initial condition (13.1.3.2)

is given by

w (x, y) = Z



y – ξ

x

 , where Z(s) = dZ

ds (13.1.3.14)

The function Z = Z(s) defined by relation (13.1.3.12) can be represented in the

para-metric form

s = f (w), Z = ws –



f (w) dw. (13.1.3.15) Hence follows the parametric representation for its derivativeZ = Z(s):

The position of the minimum η = ξ(x, y) of function (13.1.3.13) is determined by the condition H η =0, which results in the following equation for ξ:

ϕ (ξ) – Z



y – ξ

x



To illustrate the utilization of the above formulas, we consider two cases

1◦ Let the algebraic (or transcendental) equation (13.1.3.17) have a unique solution ξ =

ξ (x, y) in some domain of the xy-plane We set s = (y–ξ)/x in (13.1.3.16) and consider these relations in conjunction with equation (13.1.3.17) Eliminating the functions f (w) and Z

from these equations yields a solution of the problem in the parametric form (13.1.3.3) In this case, we obtain a smooth (classical) solution describing a rarefaction wave

2 Let the algebraic (or transcendental) equation (13.1.3.17) have two different solutions,

ξ1and ξ2, that are functions of x and y For both cases, solution (13.1.3.3) is valid, where

either ξ = ξ1 or ξ = ξ2 At each point (x, y), we choose that solution ξ n (n =1,2) which

minimizes the function H(x, y, ξ n) defined by equation (13.1.3.13) In this case, we obtain

a discontinuous (generalized) solution describing a shock wave

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13.1.3-7 Problem of propagation of a signal.

In the problem of propagation of a signal and other physical applications, one seeks a solution of equation (13.1.3.1) subject to the conditions

w = w0 at x =0 (initial condition),

w = g(x) at y =0 (boundary condition), (13.1.3.18)

where w0 is some constant and g(x) is a prescribed function One considers the domain

x> 0, y >0, where x plays the role of time and y the role of the spatial coordinate It is assumed that f (w) >0

The characteristics of this problem issue from the positive semiaxis y and the positive semiaxis x (see Fig 13.9) We have w = w0 at the characteristics issuing from the y-axis Hence, these characteristics are straight lines defined by y – a0x = const, where a0= f (w0)

It follows that

w = w0 for y > a0x (13.1.3.19)

As far as the characteristics issuing from the x-axis are concerned, we assume that one

of the characteristics starts from a point x = τ The solution of equation (13.1.3.1) subject

to conditions (13.1.3.18) can be represented in the parametric form

y=G(τ)(x – τ), w = g(τ), (13.1.3.20) whereG(τ) = f g (τ )

This solution can be related to solution (13.1.3.3) of the Cauchy problem (13.1.3.1), (13.1.3.2) by setting

ξ = –τ G(τ), ϕ(ξ) = g(τ), F(ξ) = G(τ). (13.1.3.21)

This corresponds to the continuation of characteristics through the points y =0, x = τ to the y-axis and to the designation of the points of intersection by y = ξ In this case, the

problem of propagation of a signal is formulated as a Cauchy problem

y

w=w0

x

y= x

x= t

line of discontinuity characteristics

Figure 13.9 Characteristics of the problem of propagation of a signal.

Each domain of nonuniqueness in solution (13.1.3.20) should be replaced by a jump discontinuity If

G(+0 ) > a0, where a0= f (w0),

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such a domain arises instantaneously, since the first characteristic y = G(+0 )x is ahead of the last characteristic y = a0xof the unperturbed domain In this case, the discontinuity appears at the origin of coordinates and the relation

G – G0 = (w – w0)G – 1

x – τ

 τ

0



G(¯τ) – G0

d ¯τ (13.1.3.22)

holds The quantities w, G, and G are functions of τ in the domain behind the discontinuity

and are given by

w = g(τ ), G = f g (τ )

, G = F g (τ )

The subscript 0 refers to the values of these variables ahead of the discontinuity, w = w0,

G0 = f (w0), and G0 = F (w0)

Relations (13.1.3.20) describe the solution in the perturbed domain behind the

disconti-nuity Equation (13.1.3.22) serves to determine τ (x) at the point of discontinuity; by setting

this value into relations (13.1.3.20), we find both the position of the discontinuity and the

value of w immediately behind it.

If g(x) remains constant and equal to wc, then for ac > a0, where ac = f (wc), the solution has a jump discontinuity propagating at a constant velocity and separating two

homogeneous domains with w = wcand w = w0

13.1.4 Quasilinear Equations of General Form Generalized

Solution, Jump Condition, and Stability Condition

13.1.4-1 Quasilinear equations in conservative form

In the general case, the quasilinear equation

∂w

∂x + f (x, y, w) ∂w

∂y = g(x, y, w) (13.1.4.1) can be represented in an equivalent, conservative form as

∂w

∂x +

∂y F (x, y, w) = G(x, y, w), (13.1.4.2) where

F (x, y, w) =

 w

w0

f (x, y, t) dt, G (x, y, w) = g(x, y, w)+

 w

w0

∂y



f (x, y, t)

dt, (13.1.4.3)

and w0is an arbitrary number In what follows we assume that the functions f and g are

continuous and have continuous first derivatives

As was shown by examples in Subsections 13.1.2 and 13.1.3, characteristics of equa-tion (13.1.4.1) can intersect in some domain, which results in the nonuniqueness of the solution and the absence of a physical interpretation of this solution For this reason, one has to make use of a generalized solution, described by a discontinuous function instead of

a classical smooth solution

We consider the class of functions w(x, y)K satisfying the following conditions:

1◦ In any bounded portion of the half-plane x≥ 0, there exists a finite number of lines and

points of discontinuity; outside these lines and points, the function w(x, y) is continuous

and has continuous first derivatives

2◦ At the lines of discontinuity, y = y(x), the left and right limit values of w exist: w(x, y–0)

and w(x, y +0)

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13.1.4-2 Generalized solution Jump condition and stability condition.

A generalized solution may be introduced in the following manner Let ψ(x, y)C1be a

continuous finite function (which vanishes outside a finite portion of the xy-plane) having

continuous first derivatives

Multiply equation (13.1.4.1) by ψ(x, y) and integrate the resulting relation over the

half-planeΩ ={0 ≤x<∞, –∞ < y < ∞} On integrating by parts, we obtain



Ω



w ∂ψ

∂x + F (x, y, w) ∂ψ

∂y + G(x, y, w)ψ(x, y)



dy dx+

 ∞ w(0, y)ψ(0, y) dy =0

(13.1.4.4)

The function F (x, y, w) is defined in equation (13.1.4.3) The integral relation (13.1.4.4)

does not contain derivatives of the unknown function and does not lose its meaning for

discontinuous w(x, y) The function w(x, y)K will be called the generalized solution of

equation (13.1.4.1) if inequalities (13.1.4.4) hold for any finite ψ(x, y)C1

Basic properties of the stable generalized solution:

1◦ In the domain where the solution w is continuously differentiable, equations (13.1.4.1)

and (13.1.4.4) are equivalent

2◦ Let y = y(x) be the equation of a discontinuity line of w(x, y) Then the Rankine–

Hugoniot jump condition must hold It expresses the speed of motion of the discontinuity line via the solution parameters ahead of and behind the discontinuity as

V = [F (x, y, w)]

[w]F x , y(x), w2(x)

– F x , y(x), w1(x)

w2(x) – w1(x) , (13.1.4.5) where

V = y  (x), w1(x) = w x , y(x) –0 , w2(x) = w x , y(x) +0

3◦ For f 

w (x, y, w)≠ 0, the generalized solution stable with respect to small perturbations

of the initial profile (it is stable solutions that are physically realizable) must satisfy the condition

f x , y(x), w2(x)

Vf x , y(x), w1(x)

(13.1.4.6) The stability condition (13.1.4.6) has the geometrical meaning that the characteristics

issu-ing from the x-axis (these characteristics “carry” information about the initial data) must

intersect the discontinuity line (see Fig 13.7) This condition is very important since it allows for the existence of a stable generalized solution and provides its uniqueness The properties of Items1 and2 follow from the integral relation (13.1.4.4), and the

condition of Item3is additional [it cannot be deduced from the integral relation (13.1.4.4)].

If the stability condition of Item 3 is not imposed, then various generalized solutions

satisfying Items1and2may be constructed.

Example 4 Consider the Cauchy problem for equation (13.1.2.8) with the initial condition (13.1.2.15).

We set

w (x, y) =

w1 for y < V x,

w2 for y > V x, where V =

w1+ w2

This function is constant from the left and right of the discontinuity line y = V x, where the jump condi-tion (13.1.4.5) is met [since F (x, y, w) = 12w2], and satisfies the initial condition (13.1.2.15) Hence, w is a

generalized solution.

Figure 13.10 shows the discontinuity line and characteristics corresponding to solution (13.1.4.7) One

can see that the characteristics “issue” from the discontinuity line and do not intersect the x-axis Therefore,

solution (13.1.4.7) is unstable, does not satisfy condition (13.1.4.6), and is not physically realizable A stable solution of this problem was constructed earlier; see relation (13.1.2.18).

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1 3

1

3

x

y

w1= 0.2

w2= 2.0

Figure 13.10 Characteristics and the discontinuity line for an unstable discontinuous solution (13.1.4.7).

If f w  (x, y, w) is not a function of fixed sign, the stability condition for the generalized

solution becomes more complicated:

F (x, y, w ∗ ) – F (x, y, w2)

w ∗ – w2 ≤VF (x, y, w ∗ ) – F (x, y, w1)

y = y(x), w1< w ∗ < w2,

where w ∗ is any value from the interval (w1, w2)

Remark Point out also other ways of defining generalized solutions (using conservation laws and viscosity solutions).

13.1.4-3 Method for constructing stable generalized solutions

Consider the Cauchy problem for the quasilinear equation

∂w

∂x +

subject to the initial condition

It is assumed that the function F (x, y, w) is continuously differentiable with respect to all its arguments for x≥ 0, –∞ < y < ∞ and any bounded w We also assume that the second

derivative F ww is positive Let the functions ϕ(y) and ϕ  (y) be piecewise-continuous for any finite y.

The characteristic system for equation (13.1.4.8) has the form

y 

x = F w (x, y, w), w 

x = –F y (x, y, w), (13.1.4.10)

where F w and F y are the partial derivatives of the function F with respect to w and y.

Suppose the functions

y (x) = Y (x, τ , ξ, η), w (x) = W (x, τ , ξ, η) (13.1.4.11) are solutions of system (13.1.4.10) satisfying the boundary conditions

y(0) = η, y (τ ) = ξ. (13.1.4.12)

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